Hello Friends, This is Chirag Kanabar from Jamnagar, Gujarat.
I have done Diploma & AMIE in Civil Engineering. Presently working as a QA/QC manager in Chevrox Construction Pvt. Ltd. (Gujarat). I am having total 11+ years of experience in QA/QC-Civil. I had worked with L&T Hydrocarbon, Shapoorji Pallonji & Co. ltd. and Enercon India Ltd. (Wind mill sector).
My self Rajakumar Pinninti working as QA/QC Engineer at Ghana railway project, Africa in Afcons infrastructure limited....previously worked in GMR and NCC limited and having 5 years work experience in QA/QC dept.I have delivered guest lectures in many no of engineering colleges on Career guidance & industrial Exposure and also on technical topics in my vacation time..I have interacted with more than 20,000 civil stud
I am Civil Engineer had 25 Years of Experience in QMS and Concrete management, worked in various part of India and Abroad, I had been mega Project as QC Head in T2 Mumbai Airport, Dubai World Trade center interchange road, Karwar Naval Base, Qatar Stadium etc
Can you please suggest concrete mix that can act as slurry cum concrete of grade M40, as we wanted to avoid cost incurred due to slurry which is waste once concrete flow in and it will also save time majorly
One of our client asked the ratio for cylinder/cube is 0.8 in harden concrete after 28 days. But in is 456 cylinder/ cube ratio for core sample is 0.8.but as per ASTM, ACI for higher grade minimum cylinder strength should be Fck of the design. Is there any reference for ratio 0.8 or it is compulsory cylinder/ cube 0.8 is must?
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